Difference between revisions of "Bid item list"
Jump to navigation
Jump to search
Joe Archer (talk | contribs) |
Joe Archer (talk | contribs) |
||
| Line 24: | Line 24: | ||
| style="text-align: center;" | [[Media:Sec205.pdf|'''205''']] || EXCAVATION (UNSTABLE) ||| CUYD | | style="text-align: center;" | [[Media:Sec205.pdf|'''205''']] || EXCAVATION (UNSTABLE) ||| CUYD | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec207.pdf|'''207''']] || COMPACTION OF EARTHWORK (*)(**) ||| CUYD | | style="text-align: center;" | [[Media:Sec207.pdf|'''207''']] || COMPACTION OF EARTHWORK (TYPE *) (MR-**) ||| CUYD ||| * TYPE OF COMPACTION, ** MOISTURE RANGE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec207.pdf|'''207''']] || EMBANKMENT (CONTRACTOR FURNISHED) ||| CUYD | | style="text-align: center;" | [[Media:Sec207.pdf|'''207''']] || EMBANKMENT (CONTRACTOR FURNISHED) ||| CUYD | ||
| Line 36: | Line 36: | ||
| style="text-align: center;" | [[Media:Sec301.pdf|'''301''']] || FLY ASH ||| TON | | style="text-align: center;" | [[Media:Sec301.pdf|'''301''']] || FLY ASH ||| TON | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec301.pdf|'''301''']] || MANIPULATION FOR FLY ASH TREATED SUBGRADE (*) ||| SQYD | | style="text-align: center;" | [[Media:Sec301.pdf|'''301''']] || MANIPULATION FOR FLY ASH TREATED SUBGRADE (*) ||| SQYD ||| * DEPTH | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec301.pdf|'''301''']] || EXCAVATION (UNSUITABLE) ||| CUYD | | style="text-align: center;" | [[Media:Sec301.pdf|'''301''']] || EXCAVATION (UNSUITABLE) ||| CUYD | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec304.pdf|'''304''']] || AGGREGATE BASE COURSE (OP SPECIAL) (*) ||| SQYD | | style="text-align: center;" | [[Media:Sec304.pdf|'''304''']] || AGGREGATE BASE COURSE (OP SPECIAL) (*) ||| SQYD ||| * DEPTH | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec305.pdf|'''305''']] - [[Media:Sec836.pdf|'''836''']] || AGGREGATE BASE (*)(**) ||| SQYD | | style="text-align: center;" | [[Media:Sec305.pdf|'''305''']] - [[Media:Sec836.pdf|'''836''']] || AGGREGATE BASE (*) (**) ||| SQYD ||| * TYPE, ** DEPTH | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec305.pdf|'''305''']] || AGGREGATE SHOULDER (*)(**) ||| SQYD | | style="text-align: center;" | [[Media:Sec305.pdf|'''305''']] || AGGREGATE SHOULDER (*) (**) ||| SQYD ||| * TYPE, ** DEPTH | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec309.pdf|'''309''']] || FOUNDATION STABILIZATION ||| CUYD | | style="text-align: center;" | [[Media:Sec309.pdf|'''309''']] || FOUNDATION STABILIZATION ||| CUYD | ||
| Line 52: | Line 52: | ||
| style="text-align: center;" | [[Media:Sec316.pdf|'''316''']] || TYPE II STREET REPAIR ||| SQYD | | style="text-align: center;" | [[Media:Sec316.pdf|'''316''']] || TYPE II STREET REPAIR ||| SQYD | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec401.pdf|'''401''']] - [[Media:Sec882.pdf|'''882''']] || KCMMB 4K CONCRETE (*) ||| CUYD | | style="text-align: center;" | [[Media:Sec401.pdf|'''401''']] - [[Media:Sec882.pdf|'''882''']] || KCMMB 4K CONCRETE (*) ||| CUYD ||| * ITEM DESCRIPTION | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec401.pdf|'''401''']] - [[Media:Sec735.pdf|'''735''']] - [[Media:Sec746.pdf|'''746''']] || KCMMB 5K CONCRETE (*) ||| CUYD | | style="text-align: center;" | [[Media:Sec401.pdf|'''401''']] - [[Media:Sec735.pdf|'''735''']] - [[Media:Sec746.pdf|'''746''']] || KCMMB 5K CONCRETE (*) ||| CUYD ||| * ITEM DESCRIPTION | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec502.pdf|'''502''']] || CONCRETE PAVEMENT (* UNIFORM)(AE)(**) ||| SQYD | | style="text-align: center;" | [[Media:Sec502.pdf|'''502''']] || CONCRETE PAVEMENT (* UNIFORM) (AE) (**) ||| SQYD ||| * THICKNESS, ** PLAIN or NRDJ | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec503.pdf|'''503''']] || CONCRETE COLLAR ||| EACH | | style="text-align: center;" | [[Media:Sec503.pdf|'''503''']] || CONCRETE COLLAR ||| EACH | ||
| Line 78: | Line 78: | ||
| style="text-align: center;" | [[Media:Sec608.pdf|'''608''']] || FOURTH SWEEPING ||| SQYD | | style="text-align: center;" | [[Media:Sec608.pdf|'''608''']] || FOURTH SWEEPING ||| SQYD | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec612.pdf|'''612''']] || MILLING (*)(**) ||| SQYD | | style="text-align: center;" | [[Media:Sec612.pdf|'''612''']] || MILLING (*) (**) ||| SQYD ||| * WIDTH, ** DEPTH | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec612.pdf|'''612''']] || SPECIAL CLEANING OF MILLED SURFACES ||| LS | | style="text-align: center;" | [[Media:Sec612.pdf|'''612''']] || SPECIAL CLEANING OF MILLED SURFACES ||| LS | ||
| Line 90: | Line 90: | ||
| style="text-align: center;" | [[Media:Sec616.pdf|'''616''']] || POTHOLE REPAIR ||| SQFT | | style="text-align: center;" | [[Media:Sec616.pdf|'''616''']] || POTHOLE REPAIR ||| SQFT | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec617.pdf|'''617''']] || TEXTURING (ALL TYPES) SPECIFIED MACROTEXTURE (*)(**) ||| SQYD | | style="text-align: center;" | [[Media:Sec617.pdf|'''617''']] || TEXTURING (ALL TYPES) SPECIFIED MACROTEXTURE (*) (**) ||| SQYD ||| * DEPTH, ** THOROUGHFARE or RESIDENTIAL | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec618.pdf|'''618''']] || ASPHALTIC BASE REPAIR ||| TON | | style="text-align: center;" | [[Media:Sec618.pdf|'''618''']] || ASPHALTIC BASE REPAIR ||| TON | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec619.pdf|'''619''']] || ASPHALT PATCHING (*) ||| TON | | style="text-align: center;" | [[Media:Sec619.pdf|'''619''']] || ASPHALT PATCHING (*) ||| TON ||| * DEPTH | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec620.pdf|'''620''']] || ASPHALT SIDEWALK (INTERMEDIATE COURSE)(*) ||| TON | | style="text-align: center;" | [[Media:Sec620.pdf|'''620''']] || ASPHALT SIDEWALK (INTERMEDIATE COURSE) (*) ||| TON ||| * THICKNESS | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec703.pdf|'''703''']] || DRILLED SHAFTS (*)(**) ||| LNFT | | style="text-align: center;" | [[Media:Sec703.pdf|'''703''']] || DRILLED SHAFTS (*) (**) ||| LNFT ||| * SIZE, ** CASED if specified | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec703.pdf|'''703''']] || PERMANENT CASING (*)(SET PRICE) ||| LNFT | | style="text-align: center;" | [[Media:Sec703.pdf|'''703''']] || PERMANENT CASING (*) (SET PRICE) ||| LNFT ||| * SIZE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec703.pdf|'''703''']] || SONIC TEST (DRILLED SHAFT)(SET PRICE) ||| EACH | | style="text-align: center;" | [[Media:Sec703.pdf|'''703''']] || SONIC TEST (DRILLED SHAFT) (SET PRICE) ||| EACH | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec703.pdf|'''703''']] || CORE HOLE (INVESTIGATIVE) ||| LNFT | | style="text-align: center;" | [[Media:Sec703.pdf|'''703''']] || CORE HOLE (INVESTIGATIVE) ||| LNFT | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec704.pdf|'''704''']] || STEEL PILES (*) ||| LNFT | | style="text-align: center;" | [[Media:Sec704.pdf|'''704''']] || STEEL PILES (*) ||| LNFT ||| * SIZE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec704.pdf|'''704''']] || PRE-DRILLED PILE HOLES ||| LNFT | | style="text-align: center;" | [[Media:Sec704.pdf|'''704''']] || PRE-DRILLED PILE HOLES ||| LNFT | ||
| Line 112: | Line 112: | ||
| style="text-align: center;" | [[Media:Sec704.pdf|'''704''']] || CAST STEEL PILE POINTS ||| EACH | | style="text-align: center;" | [[Media:Sec704.pdf|'''704''']] || CAST STEEL PILE POINTS ||| EACH | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec711.pdf|'''711''']] || REINFORCING STEEL (*)(**) ||| LBS. | | style="text-align: center;" | [[Media:Sec711.pdf|'''711''']] || REINFORCING STEEL (*) (**) ||| LBS. ||| * GRADE ** EPOXY COATED if specified | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec715.pdf|'''715''']] || PRESTRESSED CONCRETE BEAMS (*)(**) ||| LNFT | | style="text-align: center;" | [[Media:Sec715.pdf|'''715''']] || PRESTRESSED CONCRETE BEAMS (*) (**) ||| LNFT ||| * TYPE, ** SIZE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec721.pdf|'''721''']] || HANDRAIL (*)(**) ||| LNFT | | style="text-align: center;" | [[Media:Sec721.pdf|'''721''']] || HANDRAIL (*) (**) ||| LNFT ||| * TYPE, ** HEIGHT | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec724.pdf|'''724''']] || BRIDGE BACKWALL PROTECTION SYSTEM ||| SQYD | | style="text-align: center;" | [[Media:Sec724.pdf|'''724''']] || BRIDGE BACKWALL PROTECTION SYSTEM ||| SQYD | ||
| Line 124: | Line 124: | ||
| style="text-align: center;" | [[Media:Sec726.pdf|'''726''']] || CONCRETE MASONRY COATING ||| SQYD | | style="text-align: center;" | [[Media:Sec726.pdf|'''726''']] || CONCRETE MASONRY COATING ||| SQYD | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec735.pdf|'''735''']] || REINFORCED CONCRETE BOX (*) ||| LNFT | | style="text-align: center;" | [[Media:Sec735.pdf|'''735''']] || REINFORCED CONCRETE BOX (*) ||| LNFT ||| * SIZE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec802.pdf|'''802''']] || CONTRACTOR CONSTRUCTION STAKING ||| LS | | style="text-align: center;" | [[Media:Sec802.pdf|'''802''']] || CONTRACTOR CONSTRUCTION STAKING ||| LS | ||
| Line 132: | Line 132: | ||
| style="text-align: center;" | [[Media:Sec809.pdf|'''809''']] || CONCRETE SAFETY BARRIER ||| LNFT | | style="text-align: center;" | [[Media:Sec809.pdf|'''809''']] || CONCRETE SAFETY BARRIER ||| LNFT | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec815.pdf|'''815''']] || INLET (*)(**) ||| EACH | | style="text-align: center;" | [[Media:Sec815.pdf|'''815''']] || INLET (*) (**) ||| EACH ||| * SIZE, ** TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec815.pdf|'''815''']] || JUNCTION BOX (*) ||| EACH | | style="text-align: center;" | [[Media:Sec815.pdf|'''815''']] || JUNCTION BOX (*) ||| EACH ||| * SIZE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec815.pdf|'''815''']] || MANHOLE (*) ||| EACH | | style="text-align: center;" | [[Media:Sec815.pdf|'''815''']] || MANHOLE (*) ||| EACH ||| * SIZE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec815.pdf|'''815''']] || INLET (*)(**) REMOVE AND REPLACE W/O FLOOR (10" FRAME) ||| EACH | | style="text-align: center;" | [[Media:Sec815.pdf|'''815''']] || INLET (*) (**) REMOVE AND REPLACE W/O FLOOR (10" FRAME) ||| EACH ||| * SIZE, ** TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec815.pdf|'''815''']] || INLET (*) TYPE I REPAIR (10" FRAME) ||| EACH | | style="text-align: center;" | [[Media:Sec815.pdf|'''815''']] || INLET (*) TYPE I REPAIR (10" FRAME) ||| EACH ||| * SIZE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec815.pdf|'''815''']] || GRATE INLET REPAIR (*) ||| EACH | | style="text-align: center;" | [[Media:Sec815.pdf|'''815''']] || GRATE INLET REPAIR (*) ||| EACH ||| * SIZE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec815.pdf|'''815''']] || MODIFICATION OF STRUCTURE (*) ||| EACH | | style="text-align: center;" | [[Media:Sec815.pdf|'''815''']] || MODIFICATION OF STRUCTURE (*) ||| EACH ||| * TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec816.pdf|'''816''']] || ADJUSTMENT OF MANHOLES ||| EACH | | style="text-align: center;" | [[Media:Sec816.pdf|'''816''']] || ADJUSTMENT OF MANHOLES ||| EACH | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec817.pdf|'''817''']] || * STORM SEWER ( | | style="text-align: center;" | [[Media:Sec817.pdf|'''817''']] || * STORM SEWER (**) ||| LNFT ||| * SIZE, ** TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec817.pdf|'''817''']] || * END SECTION ( | | style="text-align: center;" | [[Media:Sec817.pdf|'''817''']] || * END SECTION (**) ||| EACH ||| * SIZE, ** TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec820.pdf|'''820''']] || SLOPE DRAIN (*) ||| LNFT | | style="text-align: center;" | [[Media:Sec820.pdf|'''820''']] || SLOPE DRAIN (*) ||| LNFT ||| * TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec822.pdf|'''822''']] || PIPE UNDERDRAIN (6")(TYPE H or TYPE T) ||| LNFT | | style="text-align: center;" | [[Media:Sec822.pdf|'''822''']] || PIPE UNDERDRAIN (6")(TYPE H or TYPE T) ||| LNFT | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec822.pdf|'''822''']] || OUTLET PIPE (6")(TYPE K) ||| LNFT | | style="text-align: center;" | [[Media:Sec822.pdf|'''822''']] || OUTLET PIPE (6") (TYPE K) ||| LNFT | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec824.pdf|'''824''']] || SIDEWALK CONSTRUCTION (*) ||| SQFT | | style="text-align: center;" | [[Media:Sec824.pdf|'''824''']] || SIDEWALK CONSTRUCTION (*) ||| SQFT ||| * THICKNESS | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec824.pdf|'''824''']] || SIDEWALK REMOVE AND REPLACE (*) ||| SQFT | | style="text-align: center;" | [[Media:Sec824.pdf|'''824''']] || SIDEWALK REMOVE AND REPLACE (*) ||| SQFT ||| * THICKNESS | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec824.pdf|'''824''']] || SIDEWALK RAMP CONSTRUCTION ||| SQFT | | style="text-align: center;" | [[Media:Sec824.pdf|'''824''']] || SIDEWALK RAMP CONSTRUCTION ||| SQFT | ||
| Line 172: | Line 172: | ||
| style="text-align: center;" | [[Media:Sec824.pdf|'''824''']] || SIDEWALK REMOVAL ONLY ||| SQFT | | style="text-align: center;" | [[Media:Sec824.pdf|'''824''']] || SIDEWALK REMOVAL ONLY ||| SQFT | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec825.pdf|'''825''']] || CURB AND GUTTER, COMBINED (*) ||| LNFT | | style="text-align: center;" | [[Media:Sec825.pdf|'''825''']] || CURB AND GUTTER, COMBINED (*) ||| LNFT ||| * TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec825.pdf|'''825''']] || CURB AND GUTTER, COMBINED (*) REMOVE AND REPLACE ||| LNFT | | style="text-align: center;" | [[Media:Sec825.pdf|'''825''']] || CURB AND GUTTER, COMBINED (*) REMOVE AND REPLACE ||| LNFT ||| * TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec825.pdf|'''825''']] || CURB AND GUTTER, COMBINED (*) REMOVE AND REPLACE, UNSPECIFIED LOCATIONS ||| LNFT | | style="text-align: center;" | [[Media:Sec825.pdf|'''825''']] || CURB AND GUTTER, COMBINED (*) REMOVE AND REPLACE, UNSPECIFIED LOCATIONS ||| LNFT ||| *TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec825.pdf|'''825''']] || CURB (*) ||| LNFT | | style="text-align: center;" | [[Media:Sec825.pdf|'''825''']] || CURB (*) ||| LNFT ||| * TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec827.pdf|'''827''']] || GUARDRAIL, STEEL PLATE ||| LNFT | | style="text-align: center;" | [[Media:Sec827.pdf|'''827''']] || GUARDRAIL, STEEL PLATE ||| LNFT | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec827.pdf|'''827''']] || GUARDRAIL END TERMINAL (*) ||| EACH | | style="text-align: center;" | [[Media:Sec827.pdf|'''827''']] || GUARDRAIL END TERMINAL (*) ||| EACH ||| * TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec828.pdf|'''828''']] || FENCE (*)(**) ||| LNFT | | style="text-align: center;" | [[Media:Sec828.pdf|'''828''']] || FENCE (*) (**) ||| LNFT ||| * TYPE, ** SIZE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec828.pdf|'''828''']] || FENCE (*)(TEMPORARY) ||| LNFT | | style="text-align: center;" | [[Media:Sec828.pdf|'''828''']] || FENCE (*) (TEMPORARY) ||| LNFT ||| * TYPE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec828.pdf|'''828''']] || GATE (*)(**) ||| EACH | | style="text-align: center;" | [[Media:Sec828.pdf|'''828''']] || GATE (*) (**) ||| EACH ||| * TYPE, ** SIZE | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec829.pdf|'''829''']] || RIPRAP (*)(**) ||| SQYD | | style="text-align: center;" | [[Media:Sec829.pdf|'''829''']] || RIPRAP (*) (**) ||| SQYD ||| * SERIES, ** THICKNESS | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec831.pdf|'''831''']] || CONCRETE DITCH LINING (*) ||| SQYD | | style="text-align: center;" | [[Media:Sec831.pdf|'''831''']] || CONCRETE DITCH LINING (*) ||| SQYD ||| * THICKNESS | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec831.pdf|'''831''']] || DITCH LINING, CONNECTION ||| EACH | | style="text-align: center;" | [[Media:Sec831.pdf|'''831''']] || DITCH LINING, CONNECTION ||| EACH | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec833.pdf|'''833''']] || CONCRETE PAVEMENT PATCHING (*) ||| SQYD | | style="text-align: center;" | [[Media:Sec833.pdf|'''833''']] || CONCRETE PAVEMENT PATCHING (*) ||| SQYD ||| * THICKNESS | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec833.pdf|'''833''']] || EXTRA WORK SAW CUT ||| LNFT | | style="text-align: center;" | [[Media:Sec833.pdf|'''833''']] || EXTRA WORK SAW CUT ||| LNFT | ||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec835.pdf|'''835''']] || SEALING PCCP JOINTS ( | | style="text-align: center;" | [[Media:Sec835.pdf|'''835''']] || SEALING PCCP JOINTS (TRANSVERSE) ||| LNFT ||| | ||
|- | |||
| style="text-align: center;" | [[Media:Sec835.pdf|'''835''']] || SEALING PCCP JOINTS (LONGITUDINAL) ||| LNFT | |||
|- | |- | ||
| style="text-align: center;" | [[Media:Sec835.pdf|'''835''']] || SEALING PCCP CRACKS ||| LNFT | | style="text-align: center;" | [[Media:Sec835.pdf|'''835''']] || SEALING PCCP CRACKS ||| LNFT | ||
Revision as of 09:30, 31 July 2020
This page is under construction. The below bid items are under review and are not approved for use at this time. 4/21/2020
| SECTION NUMBER | BID ITEM | UNIT | NOTES |
|---|---|---|---|
| 101 | MAINTENANCE BOND | LS | |
| 103 | PRE CONSTRUCTION SURVEY | EACH | |
| 104 | FORCE ACCOUNT | LS | |
| 201 | CLEARING AND GRUBBING | LS | |
| 202 | REMOVAL OF EXISTING STRUCTURES | LS | |
| 203 | TREE REMOVAL | EACH | |
| 205 | UNCLASSIFIED EXCAVATION | CUYD | |
| 205 | EXCAVATION (UNSTABLE) | CUYD | |
| 207 | COMPACTION OF EARTHWORK (TYPE *) (MR-**) | CUYD | * TYPE OF COMPACTION, ** MOISTURE RANGE |
| 207 | EMBANKMENT (CONTRACTOR FURNISHED) | CUYD | |
| 208 | LINEAR GRADING | LNFT | |
| 208 | SUBGRADE STABILIZATION | CUYD | |
| 211 | AREA/SWALE GRADING | LS | |
| 301 | FLY ASH | TON | |
| 301 | MANIPULATION FOR FLY ASH TREATED SUBGRADE (*) | SQYD | * DEPTH |
| 301 | EXCAVATION (UNSUITABLE) | CUYD | |
| 304 | AGGREGATE BASE COURSE (OP SPECIAL) (*) | SQYD | * DEPTH |
| 305 - 836 | AGGREGATE BASE (*) (**) | SQYD | * TYPE, ** DEPTH |
| 305 | AGGREGATE SHOULDER (*) (**) | SQYD | * TYPE, ** DEPTH |
| 309 | FOUNDATION STABILIZATION | CUYD | |
| 315 | TYPE I STREET REPAIR | SQYD | |
| 316 | TYPE II STREET REPAIR | SQYD | |
| 401 - 882 | KCMMB 4K CONCRETE (*) | CUYD | * ITEM DESCRIPTION |
| 401 - 735 - 746 | KCMMB 5K CONCRETE (*) | CUYD | * ITEM DESCRIPTION |
| 502 | CONCRETE PAVEMENT (* UNIFORM) (AE) (**) | SQYD | * THICKNESS, ** PLAIN or NRDJ |
| 503 | CONCRETE COLLAR | EACH | |
| 600 | ASPHALTIC CONCRETE SURFACE COURSE | TON | |
| 600 | ASPHALTIC CONCRETE INTERMEDIATE COURSE | TON | |
| 608 | CHIP SEAL EMULSION | GAL | |
| 608 | CHIP SEAL AGGREGATE | SQYD | |
| 608 | CHIP SEAL MANIPULATION | SQYD | |
| 608 | FIRST SWEEPING | SQYD | |
| 608 | SECOND SWEEPING | SQYD | |
| 608 | THIRD SWEEPING | SQYD | |
| 608 | FOURTH SWEEPING | SQYD | |
| 612 | MILLING (*) (**) | SQYD | * WIDTH, ** DEPTH |
| 612 | SPECIAL CLEANING OF MILLED SURFACES | LS | |
| 613 | ULTRATHIN BONDED ASPHALT SURFACE (UBAS), THOROUGHFARE | SQYD | |
| 613 | ULTRATHIN BONDED ASPHALT SURFACE (UBAS), RESIDENTIAL | SQYD | |
| 615 | STREET SWEEPING | LS | |
| 616 | POTHOLE REPAIR | SQFT | |
| 617 | TEXTURING (ALL TYPES) SPECIFIED MACROTEXTURE (*) (**) | SQYD | * DEPTH, ** THOROUGHFARE or RESIDENTIAL |
| 618 | ASPHALTIC BASE REPAIR | TON | |
| 619 | ASPHALT PATCHING (*) | TON | * DEPTH |
| 620 | ASPHALT SIDEWALK (INTERMEDIATE COURSE) (*) | TON | * THICKNESS |
| 703 | DRILLED SHAFTS (*) (**) | LNFT | * SIZE, ** CASED if specified |
| 703 | PERMANENT CASING (*) (SET PRICE) | LNFT | * SIZE |
| 703 | SONIC TEST (DRILLED SHAFT) (SET PRICE) | EACH | |
| 703 | CORE HOLE (INVESTIGATIVE) | LNFT | |
| 704 | STEEL PILES (*) | LNFT | * SIZE |
| 704 | PRE-DRILLED PILE HOLES | LNFT | |
| 704 | CAST STEEL PILE POINTS | EACH | |
| 711 | REINFORCING STEEL (*) (**) | LBS. | * GRADE ** EPOXY COATED if specified |
| 715 | PRESTRESSED CONCRETE BEAMS (*) (**) | LNFT | * TYPE, ** SIZE |
| 721 | HANDRAIL (*) (**) | LNFT | * TYPE, ** HEIGHT |
| 724 | BRIDGE BACKWALL PROTECTION SYSTEM | SQYD | |
| 725 | ABUTMENT STRIP DRAIN | SQYD | |
| 726 | CONCRETE MASONRY COATING | SQYD | |
| 735 | REINFORCED CONCRETE BOX (*) | LNFT | * SIZE |
| 802 | CONTRACTOR CONSTRUCTION STAKING | LS | |
| 805 | TRAFFIC CONTROL | LS | |
| 809 | CONCRETE SAFETY BARRIER | LNFT | |
| 815 | INLET (*) (**) | EACH | * SIZE, ** TYPE |
| 815 | JUNCTION BOX (*) | EACH | * SIZE |
| 815 | MANHOLE (*) | EACH | * SIZE |
| 815 | INLET (*) (**) REMOVE AND REPLACE W/O FLOOR (10" FRAME) | EACH | * SIZE, ** TYPE |
| 815 | INLET (*) TYPE I REPAIR (10" FRAME) | EACH | * SIZE |
| 815 | GRATE INLET REPAIR (*) | EACH | * SIZE |
| 815 | MODIFICATION OF STRUCTURE (*) | EACH | * TYPE |
| 816 | ADJUSTMENT OF MANHOLES | EACH | |
| 817 | * STORM SEWER (**) | LNFT | * SIZE, ** TYPE |
| 817 | * END SECTION (**) | EACH | * SIZE, ** TYPE |
| 820 | SLOPE DRAIN (*) | LNFT | * TYPE |
| 822 | PIPE UNDERDRAIN (6")(TYPE H or TYPE T) | LNFT | |
| 822 | OUTLET PIPE (6") (TYPE K) | LNFT | |
| 824 | SIDEWALK CONSTRUCTION (*) | SQFT | * THICKNESS |
| 824 | SIDEWALK REMOVE AND REPLACE (*) | SQFT | * THICKNESS |
| 824 | SIDEWALK RAMP CONSTRUCTION | SQFT | |
| 824 | SIDEWALK RAMP REMOVE AND REPLACE | SQFT | |
| 824 | SIDEWALK V-CURB | LNFT | |
| 824 | DETECTABLE WARNING SURFACE | SQFT | |
| 824 | SIDEWALK REMOVAL ONLY | SQFT | |
| 825 | CURB AND GUTTER, COMBINED (*) | LNFT | * TYPE |
| 825 | CURB AND GUTTER, COMBINED (*) REMOVE AND REPLACE | LNFT | * TYPE |
| 825 | CURB AND GUTTER, COMBINED (*) REMOVE AND REPLACE, UNSPECIFIED LOCATIONS | LNFT | *TYPE |
| 825 | CURB (*) | LNFT | * TYPE |
| 827 | GUARDRAIL, STEEL PLATE | LNFT | |
| 827 | GUARDRAIL END TERMINAL (*) | EACH | * TYPE |
| 828 | FENCE (*) (**) | LNFT | * TYPE, ** SIZE |
| 828 | FENCE (*) (TEMPORARY) | LNFT | * TYPE |
| 828 | GATE (*) (**) | EACH | * TYPE, ** SIZE |
| 829 | RIPRAP (*) (**) | SQYD | * SERIES, ** THICKNESS |
| 831 | CONCRETE DITCH LINING (*) | SQYD | * THICKNESS |
| 831 | DITCH LINING, CONNECTION | EACH | |
| 833 | CONCRETE PAVEMENT PATCHING (*) | SQYD | * THICKNESS |
| 833 | EXTRA WORK SAW CUT | LNFT | |
| 835 | SEALING PCCP JOINTS (TRANSVERSE) | LNFT | |
| 835 | SEALING PCCP JOINTS (LONGITUDINAL) | LNFT | |
| 835 | SEALING PCCP CRACKS | LNFT | |
| 836 | CONCRETE DRIVEWAY (*) | SQYD | |
| 836 | ASPHALT DRIVEWAY (INTERMEDIATE COURSE) (*) | TON | |
| 840 | TEMPORARY SURFACING MATERIAL (*) | TON | |
| 855 | CONCRETE PAVER STONES | SQFT | |
| 856 | BRICK PAVERS | SQFT | |
| 860 | CONCRETE MEDIAN NOSE | EACH | |
| 863 | SERVICE WATER LINE RELOCATION | EACH | |
| 864 | STORMWATER TREATMENT UNIT (*) | EACH | |
| 865 | * SANITARY SEWERS (**) | LNFT | |
| 865 | * SANITARY LATERAL RELOCATION (**) | LNFT | |
| 865 | MANHOLE (SANITARY) (*) | LNFT | |
| 866 | SANITARY SEWER ENCASEMENT | LNFT | |
| 868 | PROJECT SIGN (*) | EACH | |
| 869 | LAND CORNER MONUMENT BOX | EACH | |
| 870 | BENCHMARK MONUMENT | EACH | |
| 871 | PROPERTY CORNERS | EACH | |
| 878 | CRACK SEALING | LBS. | |
| 879 | PEDESTRIAN PUSH BUTTON MODIFICATION | EACH | |
| 879 | PEDESTRIAN PUSH BUTTON EXTENSION (6" or 12") | EACH | |
| 880 | GUARDRAIL MODIFICATIONS | LS | |
| 884 | CONCRETE PATCHING | SQFT | |
| 885 | RESIDENT TRANSPORTATION SERVICE | LS | |
| 901 | STORMWATER POLLUTION CONTROL MANAGER | EACH | |
| 901 | SWPPP INSPECTION | EACH | |
| 902 | COMPOST COVER | CUYD | |
| 902 | EROSION CONTROL BLANKETS (CLASS & TYPE) | SQYD | |
| 902 | TURF REINFORCEMENT MAT (CLASS & TYPE) | SQYD | |
| 902 | HYDRAULIC EROSION CONTROL (TYPE) | LBS. | |
| 902 | TEMPORARY SLOPE DRAIN | LNFT | |
| 902 | BIODEGRADABLE LOG (SIZE) | LNFT | |
| 902 | CONSTRUCTION ENTRANCE | SQYD | |
| 902 | TEMPORARY DITCH CHECK (TYPE) | EACH | |
| 902 | TEMPORARY DIVERSION BERM | LNFT | |
| 902 | TEMPORARY FILTER BERM | LNFT | |
| 902 | FILTER SOCKS (SIZE) | LNFT | |
| 902 | TEMPORARY INLET SEDIMENT BARRIER (TYPE) | EACH | |
| 902 | TEMPORARY SEDIMENT BASIN | LS | |
| 902 | TEMPORARY SEDIMENT TRAP | EACH | |
| 902 | SILT FENCE | LNFT | |
| 902 | SYNTHETIC SEDIMENT BARRIER (TYPE) | LNFT | |
| 902 | TEMPORARY STREAM CROSSING | EACH | |
| 902 | TEMPORARY SEEDING | ACRE | |
| 904 | SEED (*) | ACRE | |
| 906 | TOPSOIL | CUYD | |
| 907 | SOD (*) | SQYD | |
| 908 | TREE REPLACEMENT | EACH | |
| 908 | SHRUB | EACH | |
| 908 | PERENNIAL | EACH | |
| 914 | LAWN SPRINKLER SYSTEM (*) | LS | |
| 1000 | STREET LIGHTING INSTALLATION | LS | |
| 1020 | TRAFFIC SIGNAL INSTALLATION (*) | LS | |
| 1000 - 1020 - 1040 | CONDUIT (SIZE) (TYPE) | LNFT | |
| 1000 | DISTRIBUTION CABLE | LNFT | |
| 1020 | CABLE (TYPE) | LNFT | |
| 1000 | POLE AND BRACKET CABLE | LNFT | |
| 1000 - 1020 | JUNCTION BOX (TYPE) | EACH | |
| 1000 - 1020 | SERVICE BOX (TYPE) | EACH | |
| 1000 | LUMINAIRE (CLASS) | EACH | |
| 1000 | ALUMINUM STREETLIGHT POLE (SERIES) (ARM LENGTH) | EACH | |
| 1000 | SCREW-IN FOUNDATION (TYPE) | EACH | |
| 1020 - 1021 | DETECTOR LOOP (TYPE or SIZE) | EACH | |
| 1021 | DETECTOR CARD (NO. OF CHANNELS) | EACH | |
| 1040 | FIBER OPTIC COMMUNICATION SYSTEM INSTALLATION | LS | |
| 1040 | FIBER OPTIC CABLE (TYPE) | LNFT | |
| 1040 | ITS TERMINATION DROP CABLE | EACH | |
| 1040 | LOCATING/TRACER CABLE | LNFT | |
| 1040 | FIBER OPTIC FUSION SPLICE | EACH | |
| 1040 | FIBER OPTIC SPLICE ENCLOSURE | EACH | |
| 1040 | FIBER OPTIC TERMINATION | EACH | |
| 1040 | FIBER OPTIC PATCH CABLE | EACH | |
| 1040 | FIBER OPTIC ETHERNET SWITCH | EACH | |
| 1060 | PERMANENT TRAFFIC CONTROL SIGNS | SQFT | |
| 1060 | 1-3/4" X 1-3/4" SIGN POSTS | LNFT | |
| 1060 | 2" X 2" SIGN POST ANCHORS | LNFT | |
| 1060 | 2-1/4" X 2-1/4" ANCHOR SLEEVES | LNFT | |
| 1060 | CONCRETE SURFACE MOUNT ANCHOR | EACH | |
| 1060 | CONCRETE PAVER STONE ANCHOR AND SLEEVE | EACH | |
| 1062 | ARTERIAL DYNAMIC MESSAGE SIGNS | LS | |
| 1063 | RRFB (STANDARD or AUDIBLE PUSHBUTTON) (BI-DIRECTIONAL or UNI-DIRECTIONAL) | EACH | |
| 1064 | TUBULAR DELINEATOR (FLUSH or GROUND MOUNT) (WHITE or YELLOW) | EACH | |
| 1080 | TEMPORARY PAVEMENT MARKINGS | LS | |
| 1081 | INTERIM PAVEMENT MARKINGS | LS | |
| 1082 - 1083 - 1084 - 1085 - 1086 - 1087 - 1088 - 1089 | PERMANENT PAVEMENT MARKINGS | LS | |
| 1082 | * COLD PLASTIC PAVEMENT MARKINGS | LNFT | * Lines WIDTH and COLOR |
| 1082 | * COLD PLASTIC PAVEMENT MARKINGS | EACH | * Symbols COLOR and DESCRIPTION |
| 1083 | * METHYL METHACRYLATE PAVEMENT MARKINGS | LNFT | * Lines WIDTH and COLOR |
| 1083 | * METHYL METHACRYLATE PAVEMENT MARKINGS | EACH | * Symbols COLOR and DESCRIPTION |
| 1084 | * PATTERNED COLD PLASTIC PAVEMENT MARKINGS | LNFT | * Lines WIDTH and COLOR |
| 1084 | * PATTERNED COLD PLASTIC PAVEMENT MARKINGS | EACH | * Symbols COLOR and DESCRIPTION |
| 1085 | * PREFORMED THERMOPLASTIC PAVEMENT MARKINGS | LNFT | * Lines WIDTH and COLOR |
| 1085 | * PREFORMED THERMOPLASTIC PAVEMENT MARKINGS | EACH | * Symbols COLOR and DESCRIPTION |
| 1086 | * THERMOPLASTIC PAVEMENT MARKINGS | LNFT | * Lines WIDTH and COLOR |
| 1086 | * THERMOPLASTIC PAVEMENT MARKINGS | EACH | * Symbols COLOR and DESCRIPTION |
| 1087 | * URETHANE ACRYLATE PAVEMENT MARKINGS | LNFT | * Lines WIDTH and COLOR |
| 1087 | * URETHANE ACRYLATE PAVEMENT MARKINGS | EACH | * Symbols COLOR and DESCRIPTION |
| 1088 | * WATERBORNE PAINT PAVEMENT MARKINGS | LNFT | * Lines WIDTH and COLOR |
| 1088 | * WATERBORNE PAINT PAVEMENT MARKINGS | EACH | * Symbols COLOR and DESCRIPTION |
| 1089 | * INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS | LNFT | * Lines WIDTH and COLOR |
| 1089 | * INTEGRATED MULTI-POLYMER PAVEMENT MARKINGS | EACH | * Symbols COLOR and DESCRIPTION |